SEAINT Mail Archive 1996 (Jul-Dec)

Civil and Structural Engineering discussions by thread

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Messages: 809
  • [SEAOC] Masonry Shear Walls, Stephen & Karen Fisher
  • [SEAOC] Re: [SEAOC] Masonry Shear Walls, DW
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Masonry Shear Walls, BLUECOUGAR
  • [SEAOC] Composite floor beams: combined P & M, Tryck Nyman Hayes, Inc.
  • [SEAOC] Lighter side - Top 20 Engrs Terminology, ARANGASWAMY
  • [SEAOC] Latest SMACNA standards, Sheckler, Tim
  • [SEAOC], Brad Shuey
  • [SEAOC] Wood Screw Capacity, JAMES ARDEN DANE
  • [SEAOC] Re: [SEAOC] Wood Screw Capacity, MDear885
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Number of plywoo, Wei-Tsu_Liu_at_DSA-LA
  • [SEAOC] EERI listing, Susan K. Tubbesing
  • [SEAOC] 105 Freeway, Sally Cosgrove
  • [SEAOC] retaining walls, HARRISENGR
  • [SEAOC] Re: [SEAOC] retaining walls, Amaloyan
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] retaining walls, DW
  • [SEAOC] New Exec. Dir. of Seismic Safety Commission, FredT5
  • [SEAOC] UBC in effect in 1979, Kenneth Feingold
  • [SEAOC] Re: [SEAOC] UBC Review Classes, IteUrsi
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Roof Truss shop drawings, Frank Woeste
  • [SEAOC] Truss discussion., Frank Woeste
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Wood Truss Design Responsibilities, Amal K. De
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Roof Truss shop drawings, DW
  • [SEAOC] Minutes of Inspection Practice Committee(IPC), Shafat Qazi
  • [SEAOC] Re: [SEAOC] Wood Truss Design Responsibilities, ErwinRomel
  • [SEAOC] Receipt confirmation, SHIRALI
  • [SEAOC] re: [SEAOC] Roof Truss shop drawings, Solosimon
  • [SEAOC] Registered: Sprague, Harold O., Sprague, Harold O.
  • [SEAOC] Re: [SEAOC] Help needed with Newsgroups Subscription, Bob Shilling
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Software question, DW
  • [SEAOC] Residential foundation bolting per "insurance requirements", Steve Privett
  • [SEAOC] Re: [SEAOC] UBC Review Classes, HARRISENGR
  • [SEAOC] UBC Review Classes, Eric J. Scott
  • [SEAOC] Roof Truss shop drawings, HARRISENGR
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Software question, ASLCSE
  • [SEAOC] Inspection Practices Committee, Sandy Pringle
  • [SEAOC] RE: [SEAOC] RE: [SEAOC] Wood Truss Design Responsibilities, Chris Palmateer
  • [SEAOC] FRP BARS., Jaisimha Thaloor
  • [SEAOC] Steel yield for design: ASTM specified vs. mill cert, Tryck Nyman Hayes, Inc.
  • [SEAOC] Re: [SEAOC] FRP BARS., HARRISENGR
  • [SEAOC] Plywood Shear Walls on Metal Studs, CarlS95
  • [SEAOC] OES Volunteers, Sandy Pringle
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] FRP BARS., dennismc
  • [SEAOC] Re: [SEAOC] Plywood Shear Walls on Metal Studs, Frank Woeste
  • [SEAOC] Re: [SEAOC] OES Volunteers, dennismc
  • [SEAOC] Re: [SEAOC] Re- [SEAOC] FRP, Fred Angliss
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] FRP BARS., Hunt, Tom
  • [SEAOC] Quenched and tempered steel bars for concrete reinforcement, user3
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] OES Volunteers, Sandy Pringle
  • [SEAOC] FRP Bar, Hunt, Tom
  • [SEAOC] SEAOC Email, jggutzmann
  • [SEAOC] Beware! Excel Virus, ARANGASWAMY
  • [SEAOC] Plywood Shear Walls on Metal Studs and lightweight metal roof trusses, DW
  • [SEAOC] Re: [SEAOC] Plywood Shear Walls on Metal Studs and lightweight metal roof trusses, Frank Woeste
  • [SEAOC] Re: [SEAOC] Plywood Shear Walls on Metal Studs and lightweight metal roof tru..., HARRISENGR
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Plywood Shear Walls on Metal Studs, JOHN ROSE
  • [SEAOC] Re: [SEAOC] Plywood Shear Walls on Metal Studs and lightweight metal roof trusses, JOHN ROSE
  • [SEAOC] Registered: Graves, Martin R., Graves, Martin R.
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Plywood Shear Walls on Metal Studs and lightweight metal roof tru..., DW
  • [SEAOC] Basic Roof Rafter Analysis Question, DW
  • [SEAOC] Fw: stucco discoloration, Shafat Qazi
  • [SEAOC] Masonry Special Inspection, Jeff Smith
  • [SEAOC] Re: [SEAOC] Basic Roof Rafter Analysis Question, Shake4bake
  • [SEAOC] Re: [SEAOC] Masonry Special Inspection, David Owens
  • [SEAOC] Wind Pressure Coefficients (Cq), BSmithSE
  • [SEAOC] Re: [SEAOC] Wind Pressure Coefficients (Cq), Jeff Smith
  • [SEAOC] RASTRA wall, Jeff Smith
  • [SEAOC] Re: [SEAOC] Fw: stucco discoloration, JOHN ROSE
  • [SEAOC] Wood-floor vibration design., Frank Woeste
  • [SEAOC] Re: [SEAOC] Wood-floor vibration design., HARRISENGR
  • [SEAOC] Re: [SEAOC] Re: Basic Roof Rafter Analysis Question, dennismc
  • [SEAOC] (no subject), Martin R. Asbra
  • [SEAOC] Wood Shingles, jpwykoff
  • [SEAOC] Join SEAOC, Bellfi, Brian/DEN
  • [SEAOC] Re: [SEAOC] photos thru email, DW
  • [SEAOC] Registered: Powers, Tony, Powers, Tony
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: Basic Roof Rafter Analysis Question, DW
  • [SEAOC] Re: [SEAOC] Wood Shingles, dennismc
  • [SEAOC] Group Thanks, DW
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Wood-floor vibration design., DW
  • [SEAOC] Registered: Kheterpal, Ved P., Kheterpal, Ved P.
  • [SEAOC] Registered: Yang Jiang, Yang Jiang
  • [SEAOC] Re: [SEAOC] Group Thanks, Frank Woeste
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: Basic Roof Rafter Analysis Question, Jeff Smith
  • [SEAOC] Repair of damaged wood columns (Rot & Termite damage), DW
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Basic Roof Rafter Analysis Question, Jeff Smith
  • [SEAOC] Re: [SEAOC] Repair of damaged wood columns (Rot & Termite damage), JOHN ROSE
  • [SEAOC] Basic Roof Rafter Analysis Question, DW
  • [SEAOC] Wind loading vs. Seismic loading, Sprague, Harold O.
  • [SEAOC] Re: [SEAOC] Basic Roof Rafter Analysis Question, tarek
  • [SEAOC] Rigid frame with masonry walls, Bill Sherman
  • [SEAOC] RE: [SEAOC] Rigid frame with masonry walls, Sprague, Harold O.
  • [SEAOC] Re: Re- Wood Shingles, Shari Day
  • [SEAOC] Re: [SEAOC] Truss discussion., Neil Moore
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Truss discussion., Frank Woeste
  • [SEAOC] FEA of Wood Structures, Kirk Donald Keppler
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Basic Roof Rafter Analysis Question, DW
  • [SEAOC] Re: [SEAOC] FEA of Wood Structures, Abdelkader K. Tayebi
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Basic Roof Rafter Analysis Question, JIM DANE
  • [SEAOC] Help!, iyer
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Help!, DeputyInsp
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Truss discussion., Frank Woeste
  • [SEAOC] Re: [SEAOC], ROY, MANLIO
  • [SEAOC] RE: [SEAOC] Re: [SEAOC] Re: [SEAOC] Bas, croser
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Truss discussion., ASLCSE
  • [SEAOC] AASHTO highway loads, tarek
  • [SEAOC] Re: [SEAOC] AASHTO highway loads, ASLCSE
  • [SEAOC] RE: [SEAOC] Re: [SEAOC] AASHTO highway loads, nmends
  • [SEAOC] Increase Roof Weight, Hunt, Tom
  • [SEAOC] AASHTO Loads, tarek
  • [SEAOC] FEA of residential wood structures, Kirk Donald Keppler
  • [SEAOC] signing up, Sandy Pringle
  • [SEAOC] signing up or not, Sandy Pringle
  • [SEAOC] Change of email address, MTTEAMFP
  • [SEAOC] Re: [SEAOC] FEA of residential wood structures, Martin Johnson
  • [SEAOC] Re: Help!, Shafat Qazi
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Wind Pressure Coefficients (Cq), Wei-Tsu_Liu_at_DSA-LA
  • [SEAOC] New Web Page - Seismic Safety Commission, FredT5
  • [SEAOC] SEAOC Member Mail Network, MR DREW A NORMAN
  • [SEAOC] Re: [SEAOC] Re: Reroofing (Was: Basic Roof Rafter Analysis Question ), BCASE1356
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: Reroofing (Was: Basic Roof Rafter Analysis Questi..., RLFOLEY
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: Reroofing (Was: Basic Roof Rafter Analysis Question ), DW
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: Reroofing (Was: Basic Roof Rafter Ana..., RLFOLEY
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: Reroofing (Was: Basic Roof Rafter Ana..., DW
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: Reroofing (Wa..., RLFOLEY
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: Reroofing (Was: Basic Roof Rafter Ana..., JOHN ROSE
  • [SEAOC] E-Mail List, Les Davis
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: Reroofing (Wa..., DW
  • [SEAOC] Re:UBC Zone Maps, kurt stoffel
  • [SEAOC] projects, Max Moheb
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: R..., RLFOLEY
  • [SEAOC] water treatment plant, Patricia Quirion
  • [SEAOC] LA County position on Welded Moment Resisting Frame, Shafat Qazi
  • [SEAOC] Steel Bracing Connection, Drake, Rick
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: R..., JOHN ROSE
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [..., RLFOLEY
  • [SEAOC] Torrance Earthquake, Hopperkse
  • [SEAOC] Re: Jeff, let's go halves, patrick obrien
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [ Reroofing (Wa..., BSmithSE
  • [SEAOC] Reroofing, DW
  • [SEAOC] Angled Shear Walls - Design Question, DW
  • [SEAOC] information, Fazia Salvatore
  • [SEAOC] UBC 94 Concrete Shear Wall Design, TAS052262
  • [SEAOC] Re: [SEAOC] Steel Bracing Connection, JIM DANE
  • [SEAOC] (Fwd) Re: [SEAOC] Re: [SEAOC] Steel Bracing Connection, Martin Johnson
  • [SEAOC] Re: Truss discussion., RPixley
  • [SEAOC] Truss Discussion, Volny Engineering
  • [SEAOC] Re: [SEAOC] Projects, Worthy99
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Steel Bracing Connection, Drake, Rick
  • [SEAOC] Re: [SEAOC] Truss Discussion, Frank Woeste
  • [SEAOC] Help!!, iyer
  • [SEAOC] Plywood: sinkers beat common nails?, jim warne
  • [SEAOC] Re: [SEAOC] Plywood: sinkers beat common nails?, DW
  • [SEAOC] Re: [SEAOC] Help!!, Shafat Qazi
  • [SEAOC] Fw: Steel, Shafat Qazi
  • [SEAOC] Plywood over spaced sheathing, RLFOLEY
  • [SEAOC] HELP, SNET
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Plywood: sinkers beat common nails?, JOHN ROSE
  • [SEAOC] Re: [SEAOC] Plywood over spaced sheathing, JOHN ROSE
  • [SEAOC] RE: [SEAOC] Fw: Steel, nmends
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Plywood over spaced sheathing, RLFOLEY
  • [SEAOC] Re: [SEAOC] Stucco, Sadre
  • [SEAOC] Seismic Design of Foundations, James A. Lord
  • [SEAOC] Re: [SEAOC] Reactive aggregate, Oyvind Seter
  • [SEAOC] Special Services, JonesAC
  • [SEAOC] ATC 19, "Structural Response Modification Factors", fmcclure
  • [SEAOC] "Which Direction for Building Codes?" by Charles O. Greenlaw, S.E., fmcclure
  • [SEAOC] Fw: Oriented Strand Board as an exterior sheathing in new home construction, Shafat Qazi
  • [SEAOC] Aggregate reactivity, SFOAN (415) 243-3726
  • [SEAOC] Reactive Aggregate, Hunt, Tom
  • [SEAOC] Oriented Strand Board Sheathing, John Rose
  • [SEAOC] Re: Seismic Design of Foundations, Martin Johnson
  • [SEAOC] Type M vs Type S mortar, Mark Deardorff
  • [SEAOC] Bracing Eccentricity, Hunt, Tom
  • [SEAOC] RE: [SEAOC] Type M vs Type S mortar, Sprague, Harold O.
  • [SEAOC] Re: [SEAOC] [SEAOC] Gyp. board shear walls in LA, IteUrsi
  • [SEAOC] 9" Anchor Bolt Embedment, Marlou B. Rodriguez
  • [SEAOC] Re: [SEAOC] 9" Anchor Bolt Embedment, DW
  • [SEAOC] Durability of Lightweight concrete, Estes, Kent R.
  • [SEAOC] RE: [SEAOC] Durability of Lightweight concrete, Bellfi, Brian/DEN
  • [SEAOC] Registered: Saifan, Osama I. (Sam), Saifan, Osama I. (Sam)
  • [SEAOC] mat foundation design software, Tryck Nyman Hayes, Inc.
  • [SEAOC] wood pile foundations, HARRISENGR
  • [SEAOC] RE: [SEAOC] wood pile foundations, Bellfi, Brian/DEN
  • [SEAOC] Preventing Corrosion of Reinforced Concrete In Severe Marine Exposures, Michael Aldred
  • [SEAOC] terminology, Goodson, Mary/SFO
  • [SEAOC] RE: [SEAOC] Preventing Corrosion of Reinforced Concrete In Severe Marine Exposures, Sprague, Harold O.
  • [SEAOC] [SEAOC] terminology -Reply, Marie Avery
  • [SEAOC] [SEAOC] RE: [SEAOC] Preventing Corrosion of Reinforced, Marie Avery
  • [SEAOC] [SEAOC] Re: [SEAOC] mat foundation design software -Reply, Marie Avery
  • [SEAOC] [SEAOC] information -Reply, Marie Avery
  • [SEAOC] [SEAOC] [SEAOC] terminology -Reply -Reply, Marie Avery
  • [SEAOC] [SEAOC] [SEAOC] Re: [SEAOC] mat foundation design software, Marie Avery
  • [SEAOC] [SEAOC] [SEAOC] RE: [SEAOC] Preventing Corrosion of, Marie Avery
  • [SEAOC] [SEAOC] [SEAOC] information -Reply -Reply, Marie Avery
  • [SEAOC] Re: [SEAOC] mat foundation design software, John Pepper
  • [SEAOC] [SEAOC] RE: [SEAOC] Durability of Lightweight concrete, Marie Avery
  • [SEAOC] [SEAOC] [SEAOC] [SEAOC] terminology -Reply -Reply -Reply, Marie Avery
  • [SEAOC] welded matched box connections in bridge, Tryck Nyman Hayes, Inc.
  • [SEAOC] [SEAOC] [SEAOC] [SEAOC] [SEAOC] terminology -Reply -Reply -Reply -Reply, Marie Avery
  • [SEAOC] [SEAOC] [SEAOC] [SEAOC] Re: [SEAOC] mat foundation design, Marie Avery
  • [SEAOC] [SEAOC] [SEAOC] RE: [SEAOC] Durability of Lightweight, Marie Avery
  • [SEAOC] [SEAOC] [SEAOC] [SEAOC] information -Reply -Reply -Reply, Marie Avery
  • [SEAOC] Re: [SEAOC] [SEAOC] [SEAOC] RE: [SEAOC] Durability of Lightweight concrete -Reply -Reply, Madhav Nadkarni
  • [SEAOC] 421maver(--nospam--at)pwcsd.nosc.mil, HARRISENGR
  • [SEAOC] Good day !, Raghu Pendyala
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Type M vs Type S mortar, David Owens
  • [SEAOC] Re: [SEAOC] [SEAOC] [SEAOC] [SEAOC] RE: [SEAOC] Preventing Corrosion, Stan R. Caldwell
  • [SEAOC] RE: [SEAOC] Re: [SEAOC] mat foundation design software, Horning, Dick/CVO
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Seismic Design of Foundations, ASLCSE
  • [SEAOC] [SEAOC] 9" Anchor Bolt Embedment -Reply, Nick Delli Quadri
  • [SEAOC] junk mail, Adam R. Koczarski
  • [SEAOC] Re: [SEAOC] 421maver(--nospam--at)pwcsd.nosc.mil, ASLCSE
  • [SEAOC] Dear Marie Avery, CarlS95
  • [SEAOC] Ponding, Brian Hills
  • [SEAOC] MATS, etc. Software, BRBATES
  • [SEAOC] Chinese Translation Services, Sheckler, Tim
  • [SEAOC] Re: [SEAOC] Ponding, Drake, Rick
  • [SEAOC] Fwd: 421MAVER(--nospam--at)pwcsd.nosc.mil (Marie Avery) -Reply, Rlfong
  • [SEAOC] ridge vent in wood roof diaphragm, Rick Burch
  • [SEAOC] EXPERT WITNESS SERVICES FOR ATTORNEYS, Vida Tarassoly
  • [SEAOC] Re: [SEAOC] ridge vent in wood roof diaphragm, Frank Woeste
  • [SEAOC] Comply Sturdi-Floor, Jeff Smith
  • [SEAOC] Re: [SEAOC] information, Walter Sawruk
  • [SEAOC] Raised Computer Floors, Sheckler, Tim
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] ridge vent in wood roof diaphragm, Adam R. Koczarski
  • [SEAOC] Re: [SEAOC] Raised Computer, Fred Angliss
  • [SEAOC] NEHRP, Shake4bake
  • [SEAOC] Simpson MAS Anchors, croser
  • [SEAOC] RE: [SEAOC] NEHRP, Sprague, Harold O.
  • [SEAOC] Re: [SEAOC] Simpson MAS Anchors, DW
  • [SEAOC] Traffic wear of light weight concrete, Robert Kazanjy
  • [SEAOC] repair of cracked CMU walls, Tryck Nyman Hayes, Inc.
  • [SEAOC] Test Message Please Delete, fmcclure
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] repair of cracked CMU walls, David Owens
  • [SEAOC] What's happening?, Rlfong
  • [SEAOC] Thermo-Ply Structural Sheathing, Jeff Smith
  • [SEAOC] Please ignore, root
  • [SEAOC] Re: [SEAOC] Thermo-Ply Structural Sheathing, BCASE1356
  • [SEAOC] Re: [SEAOC] Concret cracks, RLFOLEY
  • [SEAOC] Quality in Engineering - checking, Bill Sherman
  • [SEAOC] Concrete Cracks, croser
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Thermo-Ply Structural Sheathing, Jeff Smith
  • [SEAOC] [SEAOC] Re: [SEAOC] Concret cracks, Jay Shilstone
  • [SEAOC] RE: [SEAOC] Quality in Engineering - checking, Cooper, Tom
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Concret cracks, SCHFUN
  • [SEAOC] Read: [SEAOC] RE: [SEAOC] Quality in Engineering - checking, Zhang, Ray
  • [SEAOC] Re: [SEAOC] Read: [SEAOC] RE: [SEAOC] Quality in Engineering - checking, Jon Woods
  • [SEAOC] Re: [SEAOC] Concrete cracks, RLFOLEY
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Concrete cracks, CarlS95
  • [SEAOC] Re: Concret cracks, Oeyvind Saeter
  • [SEAOC] Heavy Flagstone Veneer, DW
  • [SEAOC] Re: Quality in Engineering - checking, DW
  • [SEAOC] Quality in Engineering - checking, Martin Johnson
  • [SEAOC] RE: [SEAOC] Re: Concret cracks, Goodson, Mary/SFO
  • [SEAOC] bridge load testing, Tryck Nyman Hayes, Inc.
  • [SEAOC] Re: [SEAOC] RE: [SEAOC] Re: Concret cracks, Oeyvind Saeter
  • [SEAOC] Re: [SEAOC] Heavy Flagstone Veneer, RLFOLEY
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Quality in Engineering - checking, David Owens
  • [SEAOC] Re: [SEAOC] Re: Quality of Engineering - Checking, David Owens
  • [SEAOC] strengthening, Dr. Mamdouh Donia
  • [SEAOC] Re: Quality of Engineering - Checking, RPixley
  • [SEAOC] Revised Steel Beam to Column 3Rw/8 Connection Question, DW
  • [SEAOC] Steel Beam to Column and 3Rw/8 question, DW
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: Quality of Engineering - Checking, Franklin Lew
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Concrete cracks, David Owens
  • [SEAOC] Re: [SEAOC] ATC 19, "Structural Response Modification Factors", Richard Phillips
  • [SEAOC] HW, Jon Woods
  • [SEAOC] Re:Concrete cracks, Oeyvind Saeter
  • [SEAOC] Re: Thermo-Ply Structural Sheathing, John Pepper
  • [SEAOC] Quality of Engineering - Checking, croser
  • [SEAOC] Re: [SEAOC] strengthening, Randall J. Bravo
  • [SEAOC] Re: [SEAOC] HW, Randall J. Bravo
  • [SEAOC] Asking for information, Grupo de Trabajo
  • [SEAOC] SUB, LAGNET
  • [SEAOC] Tilt-Up Wall Panels on Drilled Piers, Architectural and Structural Groups
  • [SEAOC] Home Inspection, BRBATES
  • [SEAOC] Simpson Strong-Tie Web Info, dennismc
  • [SEAOC] Re: [SEAOC] Tilt-Up Wall Panels on Drilled Piers, DW
  • [SEAOC] Re: [SEAOC] Home Inspection, SEAOSC
  • [SEAOC] LA City Earthquake Hazard Reduction Ordinances, David Schnitger
  • [SEAOC] spirally welded, Hoss Foadian
  • [SEAOC] Checking & Quality Control, jim warne
  • [SEAOC] Hi Again., Sheckler, Tim
  • [SEAOC] Oops!, Sheckler, Tim
  • [SEAOC] RE: [SEAOC] Re: [SEAOC] Re: Quality in Engineering - checking, JAGADISH, PUTTANNA (JAG)
  • [SEAOC] Hollow Clay Brick, Hoss Foadian
  • [SEAOC] bridge construction, Damir Varevac
  • [SEAOC] Powder Actuated Driven Fasteners, ErwinRomel
  • [SEAOC] Metal buildings, John Pepper
  • [SEAOC] Re: [SEAOC] Powder Actuated, Fred Angliss
  • [SEAOC] Re: [SEAOC] Hollow Clay Brick, DW
  • [SEAOC] Re: Powder Actuated Driven Fasteners, FredT5
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Powder Actuated, RLFOLEY
  • [SEAOC] stone cladding systems, Martin Johnson
  • [SEAOC] neural networks, Dr. Mamdouh Donia
  • [SEAOC] Re: [SEAOC] neural networks, Damir Varevac
  • [SEAOC] Re: [SEAOC] neural networks, David Owens
  • [SEAOC] InterNIC Policy Revision, Role Account
  • [SEAOC] Welded Rebar advise needed, DW
  • [SEAOC] Re: [SEAOC] Welded Rebar advise needed, James M. Warne
  • [SEAOC] RE: [SEAOC] Re: [SEAOC] Welded Rebar advise needed, Bellfi, Brian/DEN
  • [SEAOC] under water concrete, filip van rickstal
  • [SEAOC] RE: [SEAOC] under water concrete, Horning, Dick/CVO
  • [SEAOC] RE: [SEAOC] Welded Rebar advise needed - Thank you All, DW
  • [SEAOC] Plywood Shear Wall over Gyp Board, CarlS95
  • [SEAOC] Re: [SEAOC] RE: [SEAOC] Re: [SEAOC] Welded Rebar advise needed, David Owens
  • [SEAOC] Re: [SEAOC] repair of cracked CMU walls, NRoselund
  • [SEAOC] Geosynthetics, Jon Woods
  • [SEAOC] Impact Loads, Drew Morris
  • [SEAOC] unsub, Redzuan Abdullah
  • [SEAOC] RE: [SEAOC] Geosynthetics, Sprague, Harold O.
  • [SEAOC] Re: [SEAOC] Impact Loads, Frank Woeste
  • [SEAOC] (Fwd) city of los angeles wall anchorage requirements, David L. McCormick
  • [SEAOC] Reply:-] Plywood Shear Wall over Gyp Board, Martin Johnson
  • [SEAOC] web site, dennismc
  • [SEAOC] Registered: JAGADISH, PUTTANNA (JAG), JAGADISH, PUTTANNA (JAG)
  • [SEAOC] Re: Impact Loads, Walter Sawruk
  • [SEAOC] Design of Steel Moment Frames, MSE
  • [SEAOC] [Q:] Explosion wave ---> Damping?, Peter Rangelow
  • [SEAOC] RE: [SEAOC] Design of Steel Moment Frames, nmends
  • [SEAOC] Re: [SEAOC] [Q:] Explosion wave ---> Damping?, George Tsiatas
  • [SEAOC] NEW COLA Requirements, Sandy Pringle
  • [SEAOC] Re: UBC 106.3.4, Sandy Pringle
  • [SEAOC] plywood shear wall sill bolts, HARRISENGR
  • [SEAOC] Re: [SEAOC] plywood shear wall sill bolts, Nbrudigam
  • [SEAOC] Need help with unsubscribing, Beth Calvert
  • [SEAOC] Re: [SEAOC] Re: UBC 106.3.4, DW
  • [SEAOC] Modeling Bond Slip, Hunt, Tom
  • [SEAOC] Question???, Ing. Ignacio Zuloaga <<COVOCA, C.A. a Venezuelan Construction Company>>
  • [SEAOC] NEED OPINIONS: Design of "Multibeam" One Way Slab System, Bill Polhemus
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] plywood shear wall sill bolts, ASLCSE
  • [SEAOC] Re: [SEAOC] NEW COLA Requirements, HARRISENGR
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] NEW COLA Requirements, Sandy Pringle
  • [SEAOC] RCPT: [SEAOC], Raghu S. Pendyala
  • [SEAOC] RE: [SEAOC] NEED OPINIONS: Design of "Multibeam" One Way Slab System, Sprague, Harold O.
  • [SEAOC] Bridge Design Software, Structures Group
  • [SEAOC] List server, Shafat Qazi
  • [SEAOC] NEW City of Los Angeles Inspection Requirements, Sandy Pringle
  • [SEAOC] Response to Steel Frame Question, MNHKODell
  • [SEAOC] Re: [SEAOC] Response to Steel Frame Question, DW
  • [SEAOC] Probabilisitic Design Codes, Gordon McTaggart-Cowan
  • [SEAOC] SEAOSC Seminar, SEAOSC
  • [SEAOC] Re: [SEAOC] SEAOSC Seminar, Sadre
  • [SEAOC] Asking ?, disma
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] SEAOSC Seminar, James . Korff
  • [SEAOC] Re: [SEAOC] Asking ?, ASLCSE
  • [SEAOC] Registered: Gou Perng-Fei, Gou Perng-Fei
  • [SEAOC] Retrofitting of old buildings, fmcclure
  • [SEAOC] Re: [SEAOC] Retrofitting of old buildings, CarlS95
  • [SEAOC] Announcement, sba
  • [SEAOC] home page, LTKAssoc
  • [SEAOC] The McSherry Group, Inc. Home Page, Mcsherrygp
  • [SEAOC] Professional Ethics, ATMerovich
  • [SEAOC] Re: [SEAOC] home page, Shafat Qazi
  • [SEAOC] Employment Opportunity, Tony Su
  • [SEAOC] Cold-Formed Steel Framing, GCHOCK
  • [SEAOC] WebSurfer Message, seatown
  • [SEAOC] ANSYS, dennismc
  • [SEAOC] [NIC-960915.44362] INVOICE (13-Mar-95), invoice
  • [SEAOC] Computer Models, Ing. Mauricio Estrada G.
  • [SEAOC] See attached, Antonio S. Luisoni
  • [SEAOC] Single jolts like an EQ, but not EQ!!!!!, ASLCSE
  • [SEAOC] ...no subject..., twong
  • [SEAOC] RE: [SEAOC] Single jolts like an EQ, but not EQ!!!!!, Sprague, Harold O.
  • [SEAOC] [SEAOC] See attached -Reply, Spence Pickett
  • [SEAOC] Single jolts like an EQ......, SFOAN (415) 243-3726
  • [SEAOC] Re: [SEAOC] RE: [SEAOC] Single jolts like an EQ, but not EQ!!!!!, Jeff Smith
  • [SEAOC] Re: [SEAOC] Single jolts like an EQ......, Dennis Wish
  • [SEAOC] Re: [SEAOC] HELP, ASLCSE
  • [SEAOC] rebar costs, HARRISENGR
  • [SEAOC] Re: [SEAOC] rebar costs, dennismc
  • [SEAOC] micro soil nails, Ted Partrick
  • [SEAOC] Rw factors, MGFran
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] rebar costs, Jeff Smith
  • [SEAOC] RE: [SEAOC] Rw factors, Horning, Dick/CVO
  • [SEAOC] Re: [SEAOC] micro soil nails, JOHN_HUBERT_at_NCBMAIL
  • [SEAOC] Re: [SEAOC] RE: [SEAOC] Rw factors, Jeff Smith
  • [SEAOC] Precast Prestressed Concrete in a Marine Environment, Bill Polhemus
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] RE: [SEAOC] Rw factors, Jeff Smith
  • [SEAOC] [SEAOC] Precast Prestressed Concrete in a Marine Environment, Edward R. Haninger
  • [SEAOC] UBC Sec3102.6, HARRISENGR
  • [SEAOC] Hip roofs, Bill Sherman
  • [SEAOC] LIQUEFACTION MITIGATION, HARRISENGR
  • [SEAOC] Re: [SEAOC] UBC Sec3102.6, Shafat Qazi
  • [SEAOC] Stainless Steel, croser
  • [SEAOC] Re: [SEAOC] Stainless Steel, Christopher Wright
  • [SEAOC] Stainless Steel Design, Drake, Rick
  • [SEAOC] Re: [SEAOC] Structural Engineering Software, HSPannu
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Structural Engineering Software, ASLCSE
  • [SEAOC] RE: [SEAOC] Re: [SEAOC] Stainless Steel, Sprague, Harold O.
  • [SEAOC] I need help please., MTNBIKEZ
  • [SEAOC] Re: [SEAOC] I need help please., dennismc
  • [SEAOC] design guides for Calf. SE exam, BLAKE & KAREN PATSY
  • [SEAOC] Re: [SEAOC] design guides for Calf. SE exam, Jeff Smith
  • [SEAOC] [SEAOC] Re: Structural Engineering Software, Thomas Honles
  • [SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Structural Engineering Software, Dennis Wish
  • [SEAOC] Non ductile concrete schools, HARRISENGR
  • [SEAOC] Fwd: Re: [SEAOC] Structural Engineering Software, AnandNene
  • [SEAOC] steaming concrete, Leon
  • [SEAOC] Re: Structural Engineering Software, Shafat Qazi
  • [SEAOC] Re: Design of "Multibeam" One Way Slab System, Dave Evans
  • [SEAOC] request, Gray Hodge
  • [SEAOC] channel bending about weak axis, qiudong wu
  • [SEAOC] (Fwd) [SEAOC] channel bending about weak axis, xulei
  • [SEAOC] Re: Advertising on SEAOC, simpson(--nospam--at)gsstructure.com
  • [SEAOC] Re: [SEAOC] Re: Advertising on SEAOC, Shafat Qazi
  • [SEAOC] Receipt of 11/16/96 2:34 AM message, James . Korff
  • [SEAOC] Receipt of 11/16/96 1:03 PM message, James . Korff
  • [SEAOC] Re: [SEAOC] ] Plywood: sinkers beat common nails?, Peder or Cathy Golberg
  • [SEAOC] RE: [SEAOC] Re: [SEAOC] ] Plywood: sinkers beat common nails?, Adam R. Koczarski
  • [SEAOC] Job opportunities, Jon Fredrik Bergdal
  • [SEAOC] Re: steaming concrete, Oeyvind Saeter
  • [SEAOC] SEAW VENDOR'S EXHIBIT, Mark S. Oakford
  • [SEAOC] [SEAOC] steaming concrete, Jay Shilstone
  • [SEAOC] Re: Do not solicit for work on this forum, AnandNene
  • [SEAOC] concrete subjected to fire (was steaming concrete), Jeff Smith
  • [SEAOC] Re: concrete subjected to fire, Oeyvind Saeter
  • [SEAOC] Crack Width Limitations, Preferred Customer
  • [SEAOC] Single jolts like an EQ, but not EQ!!!!, ASLCSE
  • [SEAOC] Re: [SEAOC] Crack Width Limitations, Oeyvind Saeter
  • [SEAOC] In-plane seismic shear transfer: untopped concrete plank and masonry wall (ignore previous post), Tryck Nyman Hayes, Inc.
  • [SEAOC] Tel. or Adress for ANSI, Preferred Customer
  • [SEAOC] Steel Moment Frame Connections, SThompsonB
  • [SEAOC] Re: [SEAOC] Tel. or Adress for ANSI, Richard Lewis
  • [SEAOC] RE: ANSI, Hess Engineering
  • [SEAOC] Test mail Please delete., Shafat Qazi
  • [SEAOC] beam sleeves, Jimmy Vaughan
  • [SEAOC] More on Steel Frame Connections - Response to DWish, MNHKODell
  • [SEAOC] need help (fwd), TAE
  • [SEAOC] South Korean wind, seismic, icing loads, tnhanc
  • [SEAOC] Harbin, China project, Mcsherrygp
  • [SEAOC] Bluebook, David L. McCormick
  • [SEAOC] Structural engineering- tension leg platform, dennismc
  • [SEAOC] Shear in anchor bolts, Jerry W. King
  • [SEAOC] Eurocodes, Hunt, Tom
  • [SEAOC] Seismic Rehabilitation: FEMA-172 vs. FEMA 273/274, tnhanc
  • [SEAOC] Proposed voluntary vendor standards, Mark Deardorff
  • [SEAOC] Re: [SEAOC] Proposed voluntary vendor standards, Shafat Qazi
  • [SEAOC] Re: [SEAOC] Harbin, China project, Virginia Gziki
  • [SEAOC] CA earthquake insurance rates for 1997, HARRISENGR
  • [SEAOC] Seismic Rehabilitation: FEMA 172 v. FEMA 273/274, FEMCCLURE
  • [SEAOC] Seismic Evaluation and Rehabilitation, FEMA 178, FEMA 172 and FEMA 273., FEMCCLURE
  • [SEAOC] Re: Proposed voluntary vendor standards, Thomas Honles
  • [SEAOC] Seismic Rehabilitation of Buildings using FEMA 178, 172 or 273 Provisions., Sadre
  • [SEAOC] Shear on Anchor Bolts, Hunt, Tom
  • [SEAOC] Re: [SEAOC] Seismic Rehabilitation of Buildings using FEMA 178, 172 or 273 Pr..., IteUrsi
  • [SEAOC] Seismic Rehabilitation of Buildings, FEMCCLURE
  • [SEAOC] "And The Buildings Will Not Even Catch a Cold.", FEMCCLURE
  • [SEAOC] Re: [SEAOC] Seismic Rehabilitation of Buildings, IteUrsi
  • [SEAOC] Earthquake Insurance Rates for 1997, FEMCCLURE
  • [SEAOC] Concrete Pile Requirements in Seismic Zones 3 & 4., Sadre
  • [SEAOC] Structural Sahpe Properties Survey, Hhuang1
  • [SEAOC] Last e-mail misspelled word, Hhuang1
  • [SEAOC] Problem with AOL, Shafat Qazi
  • [SEAOC] FEMA document?, Chris Palmateer
  • [SEAOC] Chevron bracing, BCASE1356
  • [SEAOC] Division 91 (Tilt-up) Anchor question, Dennis S. Wish
  • [SEAOC] Re: [SEAOC] Division 91 (Tilt-up) Anchor question, Shake4bake
  • [SEAOC] PUGET SOUND TIME HISTORY, Mark S. Oakford
  • [SEAOC] Re: Re: [SEAOC] Seismic Rehabilitation of Buildings using FEMA 178, 172 or 273 Provisions., edean
  • [SEAOC] Re: [SEAOC] Re: Re: [SEAOC] Seismic Rehabilitation of Buildings using FEMA 17..., IteUrsi
  • [SEAOC] ., arun shah
  • [SEAOC] Seismic Rehabilitation of Building using FEMA 178 and 273., FEMCCLURE
  • [SEAOC] Re: Bridges, Freitag
  • [SEAOC] Re: [SEAOC] Re: Bridges, Shafat Qazi
  • [SEAOC] ASCE First Forensic Engineering Congress, Hhuang1
  • [SEAOC] Panamanian Design Codes, nmends
  • Business & Tax Tips, Will Breiholz
  • [SEAOC] inspection, load rating and repair of timber pier structures, A. Van Spalding
  • [SEAOC] RE: TILT-UP BUILDING WITH GYPSUM ROOF DIAPHRAGM, Amaloyan
  • [SEAOC] Re: [SEAOC] Eurocodes, Virginia Gziki
  • [SEAOC] Avalanche Design of Structures, wellive
  • [SEAOC] Proposed Modifications to ASTM Spec's for Struc. Steel in Seis. Applications, Sadre
  • [SEAOC] Advertising on SEAOC Web site., Shafat Qazi
  • [SEAOC] question, vb15
  • [SEAOC] Seismic retrofit criteria, Estes, Kent R.
  • [SEAOC] Ltwt PT Slabs, mwn
  • [SEAOC] Re: [SEAOC] Seismic retrofit criteria, IteUrsi
  • [SEAOC] thesis, al70122
  • [SEAOC] Thesis, al70122
  • [SEAOC] digest, Bruce Hopper
  • [SEAOC] Hardwood, DCDFLMAIL
  • [SEAOC] Eccentrically Braced Frmaes, Bruce Hopper
  • [SEAOC] SEAOC List Server, Bruce Hopper
  • [SEAOC] Re: [SEAOC] SEAOC List Server, Shafat Qazi
  • Important message from List Admin, Shafat Qazi
  • Anchoring a Bolt in Concrete Block Advice Needed, Stephen Berlant (berlant)
  • [SEAOC TEST] %subject%, Shafat Qazi
  • Wind and Seismic Design, DCDFLMAIL
  • Seismic evaluation of buildings--unsafe for occupancy?, tnhanc
  • Problem corrected, Shafat Qazi
  • Building Ordinance Endorsement, DouglasFur
  • hourly fees, HARRISENGR
  • Probabilistic Definition of Seismic Hazards, FEMCCLURE
  • Concrete Crack Concerns, James M. Warne
  • Re: load factor question, James M. Warne
  • Test mail please delete, Deneff Chris
  • Welds, HARRISENGR
  • Test message please delete, Shafat Qazi
  • Re: What does T-4 stands for?, edward li
  • Spreadsheets to calculate K factors etc., Rupa Purasinghe
  • RE: Probabilistic Seismic Hazards & Public Policy, Dave Evans
  • Probabilistic...., Ahmed Nisar (415)896-5858
  • 2 Holddowns at corner question, Dennis S. Wish
  • Re: echo of email, HARRISENGR
  • Letter from Shafat, Shafat Qazi
  • P/T programs, Michael Bramhall


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